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Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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23 A cutted circular beam carries a
Shown. If fr=SOMPa and fo = 120MPa
compute the permissible limits of the overhang'x'".
Note: Moment of Inertia is transferred & the
√=0.2m
h
center of the
Circe
the
& moment of Inertia
4KN of a whole circle
minus moment of
inertia of
segment.
b
4KN
+*+
16 Ku
form](https://content.bartleby.com/qna-images/question/c2237983-ed99-497e-916c-8fc9452888b9/29b740c3-2a26-4847-b8d5-04528786a84d/b9tttvb_thumbnail.jpeg)
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23 A cutted circular beam carries a
Shown. If fr=SOMPa and fo = 120MPa
compute the permissible limits of the overhang'x'".
Note: Moment of Inertia is transferred & the
√=0.2m
h
center of the
Circe
the
& moment of Inertia
4KN of a whole circle
minus moment of
inertia of
segment.
b
4KN
+*+
16 Ku
form
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- Find the Deflection at C. Solve the problem using 3 methods (DIM Method, Area-Moment Method and Congugate Beam Method. Prove the same answer in every method. 2 k/ft A -15 ft. El = constant E = 29,000 ksi I= 3,500 in.4 ↓↓↓ B -6 ft- Carrow_forwardSOLVE FOR THE FOLLOWING USING AREA MOMENT METHODarrow_forwardDetermine the slope at Point D for the beam shown. EI is constant. Use Virtual Work or Castigliano's Theorem.arrow_forward
- Find the deflection equation of the beam of length 1, with distributed uniform load w(x) = w0 between 1/3 <= x <= 2/3arrow_forwardFILL IN THE BLANK. Express your answer in 2 decimal places. A 5m simple beam ABC carries a uniform load of 65KN/m. Point A is the left end hinge support, point B is the midpoint and point C is the right end roller support. The change in slope between tangent lines drawn at points A and C, i.e. BAC is (_VEI. Use Area Moment Method. Include (-) if the change in slope is negative.arrow_forwardA Use the Castigliano's Method for Beams and Frames Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mmª. - 3m 29 KN D -3 m B + -3 m 4 kN Answers: •Displacement at C should be (87.75kN m³)/EI •Slope at C should be (23.25kN m²)/EIarrow_forward
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